نیکو فایل 2
مرکز دانلود انواع فایل های دانشجویی و دانش آموزی(تحقیق,پاورپوینت,پروژه,مقاله,فایل فلش و ...)نیکو فایل 2
مرکز دانلود انواع فایل های دانشجویی و دانش آموزی(تحقیق,پاورپوینت,پروژه,مقاله,فایل فلش و ...)Seismic architecture, stratigraphy and evolution of a subtropical marine embayment: Maputo Bay, Mozambique
Seismic architecture, stratigraphy and evolution of a subtropical marine embayment: Maputo Bay, Mozambique ژورنال:Marine Geology سال:November 2015 قیمت اصلی:37.95$ AbstractThe seismic stratigraphy, architecture and evolution of a large subtropical embayment, Maputo Bay, Southern Mozambique is described. Nine seismic units are documented; and show repeated phases of incised valley formation and transgressive infilling. Trangressive infilling alternates between the classic wave-dominated t ...
Seismic architecture, stratigraphy and evolution of a subtropical marine embayment: Maputo Bay, Mozambique
Abstract The seismic stratigraphy, architecture and evolution of a large subtropical embayment, Maputo Bay, Southern Mozambique is described. Nine seismic units are documented; and show repeated phases of incised valley formation and transgressive infilling. Trangressive infilling alternates between the classic wave-dominated transgressive succession of fluvial and central estuarine bay deposits and the filling by intertidal flat and tidal ...The Role of 3-D Seismic in a Challenging Horizontal Drilling Environment: The Cerro Negro Experience
مقاله SPE شماره 70775 ...Conditioning of Lévy-Stable Fractal Reservoir Models to Seismic Data
مقاله SPE 71309 ...
مقاله SPE 71321 ...
مقاله SPE 71323 ...4D Seismic Monitoring of Water Influx at Bay Maychand: The Practical Use of 4D in an Imperfect World
مقاله SPE 71329 ...اصل و ترجمه مقاله لاتین Seismic active pressure distribution history behind rigid retaining walls
Seismic active pressure distribution history behind rigid retaining walls Abstract Evaluating the seismic active earth pressure on retaining walls is currently based on pseudo-static method in practices. In this method, however, it is not simple, choosing an appropriate value for earthquake coefficient, which should fully reflect the dynamic characteristics of both soil and loading is an important problem. On the other hand, by using only two extra dynamic parameters that are shear wave velocit ...